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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹28.8 LAccepted-AOC VILL PO BARKHOPA TAMULPUR PS TAMULPUR DISTT BAKSA ASSAM 781367 | BAKSA | ASSAM | 781367 | L-1 | Accepted-AOC RATES ARE FOUND REASONABLE AND THE FIRM BEING L1 BIDDER | |
| 2 | L-2₹32.5 L+₹2.5 L (8.41%)Rejected-Finance | L-2 | Rejected-Finance BEING L2 BIDDER |
| Sl No | Description | Qty | Unit | M/S SITAL BUILDERS L2 | DAYAL DAS L1 |
|---|---|---|---|---|---|
| 1.00 | Taking down Chowkhats or frames with shutters (without taking off shutters from the frames) not exc. 1.5 sq. m each, complete all as specified and as directed by Engineer-in-charge. | 47 | EACH | 39 ₹1,833 | 30 ₹1,410 Lowest |
| 2.00 | M&L for taking down Chowkhats or frames with shutters (without taking off shutters from the frames) exc 1.5 sq. m but not exc. 4.0 sq. m each, complete all as specified and as directed by Engineer-in-charge. | 5 | EACH | 39 ₹195 Lowest | 40 ₹200 |
| 3.00 | Taking down cement plaster on brick or stone walls, etc. including raking out joints, hacking for key, scrubbing down with water, etc., complete all as specified and as directed by Engineer-in-charge. | 30 | SQM | 9 ₹270 Lowest | 10 ₹300 |
| 4.00 | M&L for sand filling under floors or in foundations spreading and levelling in layers not exc. 25 cm thick including watering and consolidation, complete all as per specified and as directed by Engineer-in-charge. NOTE : For the purpose of Payment, Punned thickness of Sand Cushioning only will be measured and paid for. | 51.75 | CUM | 789 ₹40,830.75 | 600 ₹31,050 Lowest |
| 5.00 | M&L for Hardcore with broken stones/ boulders of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface, complete all as specified and as directed by Engineer-in-charge. | 31.65 | CUM | 1,699 ₹53,773.35 | 1,200 ₹37,980 Lowest |
| 6.00 | M&L for Reinforced Cement Concrete, M-20 (Nominal Mix), 1:1½:3, type A-1 (20mm graded stone aggregate) in Beams, cantilevers, chajjas, lintels over 1.5m span, chajjas including demolition of existing old damaged RCC work, complete all as specified and as directed by Engineer-in-charge. NOTE : Reinforcement & Formwork will be measured and paid separately under relevant Item. | 4 | CUM | 6,999 ₹27,996 | 5,500 ₹22,000 Lowest |
| 7.00 | M&L for Formwork to sides and soffits of floor or roof beams, chajjas, lintels, cantilevers, shelves including supports, overhangs, chajjas, etc. also splays between floors and beams, etc., rough finished flat surfaces of concrete, complete all as specified and as directed by Engineer-in-charge. | 40 | SQM | 279 ₹11,160 | 150 ₹6,000 Lowest |
| 8.00 | S&F of TMT bars 8mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips, complete all as specified and as directed by Engineer-in-charge. | 320 | KG | 107.19 ₹34,300.8 | 90 ₹28,800 Lowest |
| 9.00 | S&F of TMT bars 6-8mm dia, cut to length, bent to shape required, in stirrups, spacers and binders and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips, complete all as specified and as directed by Engineer-in-charge. | 185 | KG | 107.19 ₹19,830.15 | 90 ₹16,650 Lowest |
| 10.00 | S&F of Mild Steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I. S.1161- 1979 grade St.-240, including dismantling existing old damaged steel framed work, complete all as specified and as directed by Engineer-in-charge. | 3,500 | KG | 133.39 ₹4,66,865 | 100 ₹3,50,000 Lowest |
Tender Value
₹34 L
EMD Value
₹68,000
Closing Date
16 Apr 2026, 6:00 pmClosed
GE Rangia
GE Rangia C/O 99 APO Rangia
SPL REP TO BLDG NO ET-123 AT TAMULPUR MIL STN UNDER GE RANGIA
2026_MES_757929_1
8008/RNG/E8
Open Tender
Civil Works
Item Rate
180 days
TAMULPUR
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
Yes
GE Rangia
₹68,000
Yes
2 Jun 2026
26 Mar 2026
18 Apr 2026
26 Mar 2026
16 Apr 2026
10 Apr 2026
26 Mar 2026 - 3 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Taking down Chowkhats or frames with shutters (without taking off shutters from the frames) not exc. 1.5 sq. m each, complete all as specified and as directed by Engineer-in-charge. | |||||
| 2M&L for taking down Chowkhats or frames with shutters (without taking off shutters from the frames) exc 1.5 sq. m but not exc. 4.0 sq. m each, complete all as specified and as directed by Engineer-in-charge. | |||||
| 3Taking down cement plaster on brick or stone walls, etc. including raking out joints, hacking for key, scrubbing down with water, etc., complete all as specified and as directed by Engineer-in-charge. | |||||
| 4M&L for sand filling under floors or in foundations spreading and levelling in layers not exc. 25 cm thick including watering and consolidation, complete all as per specified and as directed by Engineer-in-charge. NOTE : For the purpose of Payment, Punned thickness of Sand Cushioning only will be measured and paid for. | |||||
| 5M&L for Hardcore with broken stones/ boulders of gauge n exc. 63 mm, deposited, spread and levelled in layers n exc. 15 cm thick, watered and rammed to a true surface, complete all as specified and as directed by Engineer-in-charge. | |||||
| 6M&L for Reinforced Cement Concrete, M-20 (Nominal Mix), 1:1½:3, type A-1 (20mm graded stone aggregate) in Beams, cantilevers, chajjas, lintels over 1.5m span, chajjas including demolition of existing old damaged RCC work, complete all as specified and as directed by Engineer-in-charge. NOTE : Reinforcement & Formwork will be measured and paid separately under relevant Item. | |||||
| 7M&L for Formwork to sides and soffits of floor or roof beams, chajjas, lintels, cantilevers, shelves including supports, overhangs, chajjas, etc. also splays between floors and beams, etc., rough finished flat surfaces of concrete, complete all as specified and as directed by Engineer-in-charge. | |||||
| 8S&F of TMT bars 8mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips, complete all as specified and as directed by Engineer-in-charge. | |||||
| 9S&F of TMT bars 6-8mm dia, cut to length, bent to shape required, in stirrups, spacers and binders and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips, complete all as specified and as directed by Engineer-in-charge. | |||||
| 10S&F of Mild Steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I. S.1161- 1979 grade St.-240, including dismantling existing old damaged steel framed work, complete all as specified and as directed by Engineer-in-charge. | |||||
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